CAJ | 학술논문

本文结合上海浦东罗山路（杨高中路）立交新建WN匝道WN04~WN06两跨一联钢-砼叠合梁施工，对现浇钢-砼叠合梁桥面板吊模施工技术进行论述。经过综合分析研究，最后采用了吊模法浇筑钢筋砼面板，通过计算分析和现场实测，这种施工方法能满足施工的质量要求，同时很好的组织了现场交通，取得了理想的效果。
본문결합상해포동라산로（양고중로）입교신건WN잡도WN04~WN06량과일련강-동첩합량시공，대현요강-동첩합량교면판조모시공기술진행논술。경과종합분석연구，최후채용료조모법요축강근동면판，통과계산분석화현장실측，저충시공방법능만족시공적질량요구，동시흔호적조직료현장교통，취득료이상적효과。
In this paper, from the ramp WN04 ~ WN06 steel - concrete composite beam construction of the Shanghai Pudong Luo Shan interchange,cast steel - concrete composite beam bridge deck hanging mold construction technology was discussed. After a comprehensive analysis of research,finally adopted a hanging mode method for placing reinforced concrete panel. Through the computational analysis and field measured,this construction method can meet the quality requirements of the construction,at the same time well organized site traffic, and achieved the desired results.